Abstract
Four large-scale concrete beams reinforced with glass fiber-reinforced polymers (GFRP) bars were experimentally tested to investigate the bond strength between the reinforcing bars and concrete. Two beam specimens were designed using 550 mm long lap splices that utilized straight-end bars, while the other two specimens were designed with hooked-end bar lap splices. Beams were designed in accordance with CSA-S806-12 (CSA 2012) design standard and were tested under four-point flexure bending until failure. Test results show that the two beams with straight-end bar lap splices achieved the theoretical design moment resistance, and both specimens failed due to slippage of the bars. On the other hand, the experimental results of the two beams designed with hooked-end bar lap splices failed due to concrete crushing within the hooks at about 50% greater moment capacity than their theoretical design value. Outcomes of this experimental study on large-scale GFRP-reinforced concrete beams show that hooked-end bars would provide excellent bar anchorage compared to that provided in case of straight-end bars.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
ACI Committee 440 (2015) Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars (ACI440.1R-15). Am Concr Inst 22
Aly R, Benmokrane B, Ebead U (2006) Tensile lap splicing of frp reinforcing bars in concrete. ACI Struct J 103(6)
Choi DU, Chun SC, Ha SS (2012) Bond strength of glass fibre-reinforced polymer bars in unconfined concrete. Eng Struct 34:303-313
Choi YC, Cho KH, Bae B, Choi HK (2014) Experimental study on the performance of tensile lap-spliced GFRP rebars in concrete beam. Mag Concr Res 66(24):1250-1262.
CSA (2012) Design and construction of building structures with fibre-reinforced polymers CAN/CSA S806–12. Canadian standards association, Mississauga, Ontario, Canada.
Ehsani MR, Saadatmanesh H, Tao S (1996) Design recommendations for bond of GFRP rebars to concrete. J Struct Eng 122(3):247–254
Esfahani MR, Rakhshanimehr M, Mousavi SR (2013) Bond strength of lap-spliced GFRP bars in concrete beams. J Compos Constr 17(3):314–323
Harajli M, Abouniaj M (2010) Bond performance of GFRP bars in tension: experimental evaluation and assessment of aci 440 guidelines. J Compos Constr 14(6):659–668
Minor J, Jirsa JO (1975) Behavior of bent bar anchorages. ACI J Proc 72(4):141–149
Rakhshanimehr M, Esfahani MR, Kianoush R, Mohammadzadeh BA, Mousavi SR (2014) Flexural ductility of reinforced concrete beams with lap-spliced bars. Can J Civ Eng 41(7):594–604
Tighiouart B, Benmokrane B, Mukhopadhyaya P (1999) Bond strength of glass FRP rebar splices in beams under static loading. Constr Build Mater 13(7):383–392
Vint L, Sheikh S (2014) Investigation of bond properties of alternate anchorage schemes for glass fiber-reinforced polymer bars. ACI Struct J 112(1):59–68
Acknowledgements
This research project was funded using an NSERC SRC-Research Grant awarded to the second author by Lakehead University. Any opinions, findings, conclusions, or recommendations are those of the authors and do not necessarily reflect the views of the sponsoring parties. The authors would like to thank the former FRP manufacturer (TemCorp Industries Inc.) for the in-kind contribution and for providing all the GFRP bars used in fabricating all specimens tested in this study. Thanks are also extended to Harris Rebar Company (Thunder Bay branch) for its in-kind contribution and for providing the steel rebar required for all test specimens.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 Canadian Society for Civil Engineering
About this paper
Cite this paper
Nour, O., Salem, O., Mostafa, A. (2023). Experimental Testing of GFRP-Reinforced Concrete Beams with Mid-Span Lap Splices Utilizing Straight- and Hooked-End Bars. In: Benmokrane, B., Mohamed, K., Farghaly, A., Mohamed, H. (eds) 8th International Conference on Advanced Composite Materials in Bridges and Structures. Lecture Notes in Civil Engineering, vol 267. Springer, Cham. https://doi.org/10.1007/978-3-031-09409-5_12
Download citation
DOI: https://doi.org/10.1007/978-3-031-09409-5_12
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-09408-8
Online ISBN: 978-3-031-09409-5
eBook Packages: EngineeringEngineering (R0)